Development of an Efficient Steel Beam Section for Modular Construction Based on Six-Sigma

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Component</td><td class="align_center">Shape</td><td class="align_center" colspan="3">Weight ratio (%)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Longitudinal floor beams</td><td class="align_center">Built-up rectangular hollow section</td><td class="align_center">41</td><td class="align_center" rowspan="2"> 73</td><td class="align_center" rowspan="3"> 81</td></tr><tr><td class="align_left">Longitudinal ceiling beams</td><td class="align_center">Rectangular hollow section</td><td class="align_center">32</td></tr><tr><td class="align_left">Transverse floor and ceiling beams</td><td class="align_center">Roll-formed C shape</td><td class="align_center" colspan="2"> 7</td></tr><tr><td class="align_left">Columns</td><td class="align_center">Square hollow section</td><td class="align_center" colspan="3"> 19</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Composition ratio of main structural members used in the standard module.

Advances in Materials Science and Engineering

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Table 1

Table 1: Development of an Efficient Steel Beam Section for Modular Construction Based on Six-Sigma 